EP2241690A2 - Elément de fondation isolé pour monter sur une fondation de base prefabriquée - Google Patents

Elément de fondation isolé pour monter sur une fondation de base prefabriquée Download PDF

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Publication number
EP2241690A2
EP2241690A2 EP10388004A EP10388004A EP2241690A2 EP 2241690 A2 EP2241690 A2 EP 2241690A2 EP 10388004 A EP10388004 A EP 10388004A EP 10388004 A EP10388004 A EP 10388004A EP 2241690 A2 EP2241690 A2 EP 2241690A2
Authority
EP
European Patent Office
Prior art keywords
foundation
columns
cast
foundation element
load
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP10388004A
Other languages
German (de)
English (en)
Other versions
EP2241690A8 (fr
EP2241690A3 (fr
EP2241690B8 (fr
EP2241690B1 (fr
Inventor
Klaus Nielsen
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hibe AS
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP2241690A2 publication Critical patent/EP2241690A2/fr
Publication of EP2241690A8 publication Critical patent/EP2241690A8/fr
Publication of EP2241690A3 publication Critical patent/EP2241690A3/fr
Application granted granted Critical
Publication of EP2241690B1 publication Critical patent/EP2241690B1/fr
Publication of EP2241690B8 publication Critical patent/EP2241690B8/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/0007—Base structures; Cellars
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
    • Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
    • Y02B30/90—Passive houses; Double facade technology

Definitions

  • the present invention relates to a foundation element for mounting on a precast base foundation.
  • the present invention also relates to a method of mounting as well as use of the foundation element.
  • insulation materials are used, for instance incorporated between two layers of Leca stones.
  • the foundation element (1) comprises a front plate (2), an insulation element (3) as well as a plurality of load-bearing columns (6) and beams (7), said insulation element (3) having vertical recesses (5a) in which a reinforcement (4) is mounted, and in which a plurality of load-bearing concrete columns (6) may be cast, as well as one or more horizontal recesses (5b) along the upper edge of the insulation element (3) in which a reinforcement (4b) is likewise mounted, and in which one or more load-bearing concrete beams (7) may be cast.
  • This structure makes it possible to insulate, support and minimize line losses and thereby thermal bridges in the foundation structure.
  • the recesses are present on the side of the insulation element which faces away from the front plate, and, optionally, recesses are also provided on the side of the insulation element which faces inwardly toward the front plate, as stated in claim 3, which makes it possible to position the column and beam reinforcement as desired and needed.
  • the front plate has dowels which extend through the insulating element to recesses, wherein the dowels secure the front plate to the insulation element with lock washers, which makes it possible to secure the position of the front plate relative to the insulation element, and that the free edge of the dowels may be embedded in columns and/or beams, whereby the front plate is fixed in the element.
  • the front plate is of soft-cast fibre concrete or fibre-reinforced plaster.
  • a method according to the invention for the mounting of a foundation element for the mounting of a foundation element, as described in claim 6, wherein the foundation element is mounted on a precast base foundation, wherein dowels in the base foundation are disposed corresponding to columns of the foundation element, wherein load-bearing columns are cast of concrete around a reinforcement in vertical recesses in the foundation element, and wherein at least one load-bearing beam is cast of concrete around at least one reinforcement in at least one horizontal recess along the upper edge of the insulation element, said foundation element being connected with the base foundation by embedding the dowels in the reinforced load-bearing columns of the foundation element.
  • the supply of finished elements with insulation and reinforcement minimizes the amount of time spent on this normally time-consuming work.
  • the columns of the foundation element may advantageously be cast in a first step and then harden completely or partly, and then at least one beam is cast together with a ground deck in one and the same operation.
  • the columns and beams of the element may also be cast in one and the same operation together with a ground deck.
  • claim 9 discloses use of the foundation element according to the invention, said element being used for structures where both a front wall and a rear wall may be supported, which makes the use of the element very flexible.
  • a foundation element according to the invention is shown in figures 1 - 6 .
  • Figure 1 shows an isometric drawing of the various construction parts which are included in an embodiment of a foundation element 1 according to the invention, in which a front plate 2, an insulation element 3 and a reinforcement 4a, 4b are shown separately.
  • the insulation element 3 is made e.g. of polystyrene. It is indicated by arrows how the parts are to be mounted and thereby cooperate in a finished foundation element 1.
  • the front plate 2 may be of soft-cast fibre concrete, fibre-reinforced plaster or another suitable plate material which is provided with dowels 8 ( figure 2 ).
  • the dowels 8 pass through the insulation element 3 to the recesses 5a, 5b in which the reinforcement 4a for columns 6 and the reinforcement 4b for beams 7 are to be mounted, and the dowels 8 are then secured in these recesses 5a, 5b by means of lock washers (not shown) against the insulation element 3 both during transport and during the further mounting at the construction site.
  • the column reinforcement 4a extends right into the recess 5b of the insulation element 3 to the beam 7 and is connected with the reinforcement 4b for the beam 7, so that columns 6 and beams 7 are statically connected in the cast foundation element 1.
  • the reinforcement 4a, 4b for columns 6 and beams 7 are secured against the insulation element 3, so that the foundation element 1 may be transported as a whole to the construction site and be positioned on the base foundation 10 directly from the truck.
  • a cast foundation element 1 with a horizontal section below the lower side of the beam through the columns 6 is shown in figure 2 , from which it appears clearly that the dowels 8 of the front plate 2 extend through the insulation element 3 and out into the recesses 5 to the column reinforcement 4a. where the ends of the dowels 8 are embedded in the columns 6 and/or the beam 7 in connection with the subsequent mounting and casting.
  • the assembled reinforced foundation element is thus intended to be mounted at the site of its use on top of the precast base foundation 10, in which dowels 9 are secured corresponding to columns 6.
  • the dowels 9 are connected /cast firmly to the columns 6 of the foundation element 1, which is indicated in figure 3 , in the subsequent depositing of concrete in the columns 6.
  • the shuttering which has e.g. been mounted on the foundation elements 1 at the delivery from the element factory, is removed.
  • the connections between the foundation elements 1 are jointed e.g. by a mastic joint between the front plates 2 and foaming between the insulation elements 3, so that the connections between the foundation elements 1 are tight and insulating, it being possible to perform the jointing both before and after the casting of the columns 6.
  • a drain layer 12 and an insulation 13 as well as reinforcement for a ground deck 11 are provided.
  • the beams 7 and the ground deck 11 are then cast and preferably in one and the same operation. It is ensured hereby that the transition between the foundation 1 and the ground deck 11 is tight, and that the construction is thereby protected as best as possible against the ingress of radon.
  • the insulation 13 of the ground deck may serve as a permanent shuttering for the beam 7.
  • columns 6 and overlying reinforced beams 7 may be cast in one and the same operation with the ground deck 11, which likewise ensures that the transition between these elements is tight, and that the construction is thereby protected as best as possible against the ingress of radon.
  • the foundation element 1 is intended to be disposed on a precast base foundation 10, which may be a line foundation, as shown in figures 1 - 5 .
  • Figure 6 shows an alternative embodiment of the foundation element 1, which is mounted on a point foundation 10', In this embodiment, columns 6 are present only at the point foundations 10', and the beam 7 is moreover dimensioned more strongly, as it is dimensioned for a greater static impact.
  • the foundation element 1 is constructed such that there is a suitable layer of the insulation element 3 between the front plate 2 and the load-bearing columns 6 and beams 7, as thermal bridges may be eliminated hereby. It has been found in practice that an insulation layer of about 100 mm in front of columns and beams is sufficient to avoid the occurrence of thermal bridges in the finished foundation or at the connection between the foundation and a ground deck 11 and/or walls.
  • the foundation element 1 according to the invention also uses the insulation material 3 to minimize the amount of concrete.
  • reinforced structures with statically optimized dimensions are used here, and consequently smaller thicknesses and smaller amounts of concrete.
  • the foundation element 1 minimizes the amount of concrete relative to the traditionally used in situ works with the same strength in all types of constructions.
  • the foundation element 1 provides a solution to the great insulation requirements which are made with respect to building constructions today.
  • the foundation elements 1 it is possible to use incorporated prefabricated welded reinforcement 4 to a great extent, so that the elements 1 arrive at the construction site with reinforcement 4. This will accelerate the production rate considerably at the construction site, it having been found that the foundation works may be finished in approximately half the time compared to traditionally built block structures or shuttered structures.
  • the foundation element 1 may be configured for all types of front structures, including faced structures and other structures, where load-bearing capacity is required in the foundation below the front covering, and in combinations of these (with both a load-bearing front wall and rear wall), just as the two load-bearing beams may be constructed with the upper sides of the beams at the same or at different levels (see figures 4-5 ).
EP10388004.3A 2009-02-25 2010-02-22 Elément de fondation isolé pour monter sur une fondation de base prefabriquée Not-in-force EP2241690B8 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DKPA200900259 2009-02-25
DKPA200900633 2009-05-19

Publications (5)

Publication Number Publication Date
EP2241690A2 true EP2241690A2 (fr) 2010-10-20
EP2241690A8 EP2241690A8 (fr) 2010-12-01
EP2241690A3 EP2241690A3 (fr) 2011-03-02
EP2241690B1 EP2241690B1 (fr) 2014-12-31
EP2241690B8 EP2241690B8 (fr) 2015-02-25

Family

ID=42124217

Family Applications (1)

Application Number Title Priority Date Filing Date
EP10388004.3A Not-in-force EP2241690B8 (fr) 2009-02-25 2010-02-22 Elément de fondation isolé pour monter sur une fondation de base prefabriquée

Country Status (2)

Country Link
EP (1) EP2241690B8 (fr)
DK (1) DK2241690T5 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2405065A1 (fr) * 2010-11-19 2012-01-11 Georg Koch Elément isolant de connexion pour supporter des charges de compression
WO2013000470A1 (fr) * 2011-06-28 2013-01-03 Holm Oestergaard Hansen Thomas Structure d'isolation de bord
ITTO20130151A1 (it) * 2013-02-25 2013-05-27 Torino Politecnico Elemento strutturale isolante per costruzioni edili.
EP2871297A1 (fr) * 2013-10-02 2015-05-13 E G Bygg AB Structure de bâtiment comprenant une fondation energétiquement économe et méthode pour former une telle fondation

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991009180A1 (fr) * 1988-12-12 1991-06-27 Vaessmar Lars Goeran Element de bordure
US5596855A (en) * 1994-11-14 1997-01-28 Batch; Juan R. Insitu insulated concrete wall structure
US5803669A (en) * 1996-01-16 1998-09-08 Bullard; Waymon Thermal-insulated concrete forming system
DE202004005226U1 (de) * 2004-04-02 2004-08-19 Massiv-Elementebau A.R.T.U.S. Gmbh Gebäudefundament mit thermischer Dämmung
GB2425318A (en) * 2005-04-20 2006-10-25 Ultraframe Uk Ltd Formation for building foundation
WO2007046718A2 (fr) * 2005-10-19 2007-04-26 Craig Wallace Lonsdale Systeme de plancher en beton integrant un mur de fondation

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1991009180A1 (fr) * 1988-12-12 1991-06-27 Vaessmar Lars Goeran Element de bordure
US5596855A (en) * 1994-11-14 1997-01-28 Batch; Juan R. Insitu insulated concrete wall structure
US5803669A (en) * 1996-01-16 1998-09-08 Bullard; Waymon Thermal-insulated concrete forming system
DE202004005226U1 (de) * 2004-04-02 2004-08-19 Massiv-Elementebau A.R.T.U.S. Gmbh Gebäudefundament mit thermischer Dämmung
GB2425318A (en) * 2005-04-20 2006-10-25 Ultraframe Uk Ltd Formation for building foundation
WO2007046718A2 (fr) * 2005-10-19 2007-04-26 Craig Wallace Lonsdale Systeme de plancher en beton integrant un mur de fondation

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2405065A1 (fr) * 2010-11-19 2012-01-11 Georg Koch Elément isolant de connexion pour supporter des charges de compression
EP2455557A1 (fr) 2010-11-19 2012-05-23 Georg Koch Elément de raccordement transmettant la force de pression
EP2455556A1 (fr) 2010-11-19 2012-05-23 Georg Koch Elément de raccordement isolant transmettant la force de pression
US8590241B2 (en) 2010-11-19 2013-11-26 TebeTec AG Compressive force transmitting connection element
US8733050B2 (en) 2010-11-19 2014-05-27 TebeTec AG Compressive force transmitting connection element
WO2013000470A1 (fr) * 2011-06-28 2013-01-03 Holm Oestergaard Hansen Thomas Structure d'isolation de bord
ITTO20130151A1 (it) * 2013-02-25 2013-05-27 Torino Politecnico Elemento strutturale isolante per costruzioni edili.
WO2014128741A1 (fr) * 2013-02-25 2014-08-28 Politecnico Di Torino Elément isolant structurel pour la construction de bâtiments
EP2871297A1 (fr) * 2013-10-02 2015-05-13 E G Bygg AB Structure de bâtiment comprenant une fondation energétiquement économe et méthode pour former une telle fondation

Also Published As

Publication number Publication date
DK2241690T3 (en) 2015-07-13
EP2241690A8 (fr) 2010-12-01
DK2241690T5 (da) 2015-08-10
EP2241690A3 (fr) 2011-03-02
EP2241690B8 (fr) 2015-02-25
EP2241690B1 (fr) 2014-12-31

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